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Naji, M. |
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Motta, Antonella |
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Aletan, Dirar |
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Mohamed, Tarek |
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Ertürk, Emre |
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Taccardi, Nicola |
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Kononenko, Denys |
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Petrov, R. H. | Madrid |
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Alshaaer, Mazen | Brussels |
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Bih, L. |
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Casati, R. |
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Muller, Hermance |
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Kočí, Jan | Prague |
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Šuljagić, Marija |
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Kalteremidou, Kalliopi-Artemi | Brussels |
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Azam, Siraj |
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Ospanova, Alyiya |
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Blanpain, Bart |
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Ali, M. A. |
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Popa, V. |
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Rančić, M. |
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Ollier, Nadège |
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Azevedo, Nuno Monteiro |
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Landes, Michael |
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Rignanese, Gian-Marco |
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Crewe, Adam J.
University of Bristol
in Cooperation with on an Cooperation-Score of 37%
Topics
Publications (13/13 displayed)
- 2018Geographically distributed hybrid testing & collaboration between geotechnical centrifuge and structures laboratoriescitations
- 2016Nonlinear fiber element modeling of RC bridge piers considering inelastic buckling of reinforcementcitations
- 2016Damage propagation in corroded reinforcing bars with the effect of inelastic buckling under low-cycle fatigue loadingcitations
- 2016A multi-mechanical nonlinear fibre beam-column model for corroded columnscitations
- 2016Shaking Table Testing of an Advanced Gas Cooled Reactor Core Model with Degraded Components
- 2015Nonlinear behaviour of corroded RC columns under cyclic loading
- 2015Phenomenological hysteretic model for corroded reinforcing bars including inelastic buckling and low-cycle fatigue degradationcitations
- 2014Finite element investigation of the influence of corrosion pattern on inelastic buckling and cyclic response of corroded reinforcing bars
- 2013Nonlinear cyclic response of corrosion damaged reinforcing bars with the effect of bucklingcitations
- 2013Experimental Investigation and Computational Modelling of Corrosion Induced Mechanical-Geometrical Degradation of Reinforcing Barscitations
- 2013Nonlinear stress-strain behaviour of corrosion-damaged reinforcing bars including inelastic bucklingcitations
- 2012Seismic Performance Evaluation of RC Bridge Piers Subject to Combined Earthquake Loading and Material Deterioration in Aggressive Environment
- 2012Stress-Strain Response of Corroded Reinforcing Bars under Monotonic and Cyclic Loading
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document
Shaking Table Testing of an Advanced Gas Cooled Reactor Core Model with Degraded Components
Abstract
The graphite components of an Advanced Gas Cooled Reactor (AGR) are subject to ageing processes that lead to changes of geometry and mechanical properties. Such changes need addressing in the safety case strategy of the operator, hence the necessity for both the numerical and the physical reactor models to be conservative and to represent high levels of graphite component degradation. This paper presents a quarter scale physical model of a multi-layer array representative of those in AGR cores.The rig was developed by the University of Bristol to support the seismic capabilities of the existing computer core models. The physical model can embed high percentages of doubly cracked bricks in various pattern distributions. Intact and cracked array configurations were subjected to seismic testing on an earthquake simulator. Relevant results of component displacement in the array are presented together with separation data between doubly cracked brick halves that provide evidence of key-keyway disengagement. The outlined experimental output demonstrates that the model rig is capable of providing an enhanced understanding of the mechanical interactions that take place inside the array with relevance for both the nuclear plant operator and the computer modellers.